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<br />� � ��-o�� F ra m i n g N otes ��� ����������
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<br /> I � p 1 . All manufactured trusses shall be designed for loads
<br /> �' prescribed in the general notes. Truss shop drawings shall � '�� �
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<br /> ` . N � be submitted with construction documents for permit. � �
<br /> � � w z W z � = Submittals shall bear en r seal re istered in this state and
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<br /> � � � o Q o Q � N be available on site for inspection. .
<br /> _— - -- - N N - — _ — _ _ F.., �,�.. � � �, :t,.�
<br /> - � o � o - PROVIDE R-10 RIDGID �
<br /> � I i � o �. o �- INSULATiON AT ALL 2. Connect all trusses and rafters to walls or beams with ` � � � �.z, ��
<br /> I � � � � � "Sim son" H 1 ties both ends U.N.O. �✓ � ' � � .�� ._�_ �
<br /> � HEADERS IN WALLS SEE p � �� � � �
<br /> I DETAILB/A7.0 � � � � � � � � � �
<br />� I 3. All beams connected to posts with Simpson PC, CC or as
<br /> - - - - - � - - - - - - � noted.
<br /> � 21620 84th Ave. S.
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<br /> � Ste. 200
<br /> \ ( TY . 4. Final roof truss design to be submitted to engineer of record
<br /> . Kent WA 98032
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<br /> � — _N �- � I ' prior to construction.
<br /> 5:12 SLOPE
<br /> � � � I ��� � ' - , TO DRAIN 5. The truss manufacturer shall provide the drawings for (253) 468-7696
<br /> I I \ � - - � ' I , metal-plate-connected wood trusses, www.ihbarchitects.com
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<br /> -1- _ _ - - � 6. TJI floor joist manuf. shall provide all TJI joist connections Tne araW�ngs and p��s set forth �n
<br /> � \ I li Where app��Cab�e and hall remain,t�he pr�perty of IHB
<br /> I \ I / I Architects. Use of this drawing is
<br /> \ � _ _ _ _ 7. HEADERS; U,N.O. on plans assume 6x8 DF#2 at 2x6 walls limited to a Spe�i�e� pr°�e�t t°r
<br /> / - - =� � - 5:12 SLOPE _ - - - � _ - - a and 4x10 DF#2 at 2x4 walls persons n�ea nereon. �nd for a
<br /> I — \ I � � � N construction of one building. Any
<br /> TO DRAIN use or reuse of said drawings is
<br /> ( � � � � 8. Verify all existing dimensions prior to construction. St=l�tlY Prohibited without written
<br /> � � � I � I 5:12 SLOPE I � I
<br /> permission of IHB Architects
<br /> I I � I - - - - -TO DRAIN _ I X� I - - - - - - I� �
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<br /> ( - --- _ _ PRE-ENG. TRUSSES @ 24 O.C.
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<br /> �.��.� R2 PRE-ENG. HIP TRUSSES @ 24" O.C. REFER TO
<br /> I I :'O.V�f�•F�Alt!L�;.�:�••':':•:•.�:•:•.'�:•':'�:'•::•.;.';•:•.'�'.':'•• - - - -- �-L
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<br /> � ��• C R3 PRE-ENG. MONO TRUSSES @ 24 O.C. ROOF PLAN
<br /> � � - - _ •�, II [ . . . .
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<br /> I I � � TO RAIN R6 ROOF OVERBUILD FRAMING:
<br /> I I I I - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - � � 2x8 RIDGE BOARD W/ ,
<br /> I :'''�':;�•:''::'::'•• C�
<br /> � - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - .�:�-.::...•. 2x6RAFTERS@24" O.C. O/
<br /> �- — — — — — _—�- — — — _�__� — — — � — — — � — � - ��:�.�..�.. .�� ��.• �� C ] 2x8 BEARING PLATE, PLACE FLAT SIDE OVER re�'S'°°S:
<br /> � � � �'�=f�'''�•'�'' PRE-ENG. TRUSSES W/ (2) 16d NAILS INTO EA. � �ityReview oct. �2
<br /> � Comments 2016
<br /> � � I � TRUSS TOP CHORD
<br /> I J = _ = j � ��
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<br /> R7 2x OUTRIGGERS @ 24 O.0
<br /> � 1 a ? -OVER FRAME
<br /> I I � � � R8 ATTIC ACCESS PANEL
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<br /> � � � �: F- r� R9 PRE-ENG. KNEE TRUSSES @ 24" O.C. �obNo: _
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<br /> I w�,r ����� date: September 27, 2017
<br /> I � R10 PRE-ENG. SCISSOR TRUSSES W/ "`,�,����`11��f�;��;�, ,
<br /> �..��P t� .�, � �—`-.� .� �� drawnby: AP
<br /> � � :12 S O ` 9:12 SLOPE TOP CHORD & ��}'`� ���� �K �'� �
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<br /> 09/22/2017 IJ� .
<br /> Porch Roof Framing Plan .
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